Bridge Statistics for Franklin, Georgia (GA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 518ft / 158mTotal length
- $32,585,000Total costs
- 48,760Total average daily traffic
- 2,693Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Franklin
- No street view available for this location
- New bridges - historical statistics
- 31930-1939
- 11940-1949
- 31970-1979
- 31990-1999
- 22000-2009
- Bridge Condition - Deck
- 10.0%Very good
- 90.0%Good
- Bridge Condition - Superstructure
- 30.0%Very good
- 70.0%Good
- Bridge Condition - Substructure
- 90.0%Good
- 10.0%Satisfactory
- Bridge Condition - Channel
- 33.3%Very good
- 50.0%Good
- 8.3%Satisfactory
- 8.3%Fair
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Structure Number: 1490001, Location: 0.1 MI N OF TROUP CO LINE (Lat: 33.194811, Lng: -85.024742), Route carried "on" structure: US 27, Year Built: 1974, Status: Open, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 4,140 (year 2011), Truck Traffic: 21%, Average Future Daily Traffic: 6,210 (year 2031), Design Load: HS 20+Mod, Features Intersected: POTATO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 35.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2020, Underwater Inspection Date: August 2021, Bridge Improvement Cost: $633,000, Roadway Improvement Cost: $63,000, Total Project Cost: $949,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1490001, Location: 0.1 MI N OF TROUP CO LINE (Lat: 33.194811, Lng: -85.024742), Route carried "on" structure: US 27, Year Built: 1974, Status: Open, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 4,140 (year 2011), Truck Traffic: 21%, Average Future Daily Traffic: 6,210 (year 2031), Design Load: HS 20+Mod, Features Intersected: POTATO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 35.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2020, Underwater Inspection Date: August 2021, Bridge Improvement Cost: $633,000, Roadway Improvement Cost: $63,000, Total Project Cost: $949,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1490003, Location: IN FRANKLIN (Lat: 33.278139, Lng: -85.101358), Route carried "on" structure: State highway 329, Year Built: 1941, Year Reconstructed: 1984, Status: Open, Structure Length: 21.34m (70.01ft), Average Daily Traffic: 7,020 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 10,530 (year 2031), Design Load: H 15, Features Intersected: CHATTAHOOCHEE RIVER, Facility Carried by Structure: FRANKLIN PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.312, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 17, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 20.3m (66.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2020, Underwater Inspection Date: August 2021, Bridge Improvement Cost: $4,227,000, Roadway Improvement Cost: $423,000, Total Project Cost: $6,340,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1490003, Location: IN FRANKLIN (Lat: 33.278139, Lng: -85.101358), Route carried "on" structure: State highway 329, Year Built: 1941, Year Reconstructed: 1984, Status: Open, Structure Length: 21.34m (70.01ft), Average Daily Traffic: 7,020 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 10,530 (year 2031), Design Load: H 15, Features Intersected: CHATTAHOOCHEE RIVER, Facility Carried by Structure: FRANKLIN PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.312, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 17, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 20.3m (66.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2020, Underwater Inspection Date: August 2021, Bridge Improvement Cost: $4,227,000, Roadway Improvement Cost: $423,000, Total Project Cost: $6,340,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1490004, Location: 1 MI N OF FRANKLIN (Lat: 33.299139, Lng: -85.102008), Route carried "on" structure: County highway 329, Year Built: 1938, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 5,100 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 7,650 (year 2031), Design Load: H 15, Features Intersected: CENTRALHATCHEE CRK TRIB, Facility Carried by Structure: FRANKLIN PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $8,000, Total Project Cost: $123,000
Structure Number: 1490004, Location: 1 MI N OF FRANKLIN (Lat: 33.299139, Lng: -85.102008), Route carried "on" structure: County highway 329, Year Built: 1938, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 5,100 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 7,650 (year 2031), Design Load: H 15, Features Intersected: CENTRALHATCHEE CRK TRIB, Facility Carried by Structure: FRANKLIN PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $8,000, Total Project Cost: $123,000
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Structure Number: 1490008, Location: FRANKLIN CITY LIMITS (Lat: 33.288878, Lng: -85.087278), Route carried "on" structure: State highway 34, Year Built: 1936, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 3,180 (year 2011), Truck Traffic: 8%, Average Future Daily Traffic: 4,770 (year 2031), Design Load: H 15, Features Intersected: CHATTAHOOCHEE RIV TRIB.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.531, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 33.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.54m (31.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $399,000, Roadway Improvement Cost: $40,000, Total Project Cost: $598,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1490008, Location: FRANKLIN CITY LIMITS (Lat: 33.288878, Lng: -85.087278), Route carried "on" structure: State highway 34, Year Built: 1936, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 3,180 (year 2011), Truck Traffic: 8%, Average Future Daily Traffic: 4,770 (year 2031), Design Load: H 15, Features Intersected: CHATTAHOOCHEE RIV TRIB.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.531, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 33.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.54m (31.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $399,000, Roadway Improvement Cost: $40,000, Total Project Cost: $598,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1490009, Location: 1.5 MI NE OF FRANKLIN (Lat: 33.292078, Lng: -85.082289), Route carried "on" structure: State highway 34, Year Built: 1937, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 3,180 (year 2011), Truck Traffic: 8%, Average Future Daily Traffic: 4,770 (year 2031), Design Load: H 15, Features Intersected: LUMPKIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.531, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 35.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.54m (31.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $399,000, Roadway Improvement Cost: $40,000, Total Project Cost: $598,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1490009, Location: 1.5 MI NE OF FRANKLIN (Lat: 33.292078, Lng: -85.082289), Route carried "on" structure: State highway 34, Year Built: 1937, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 3,180 (year 2011), Truck Traffic: 8%, Average Future Daily Traffic: 4,770 (year 2031), Design Load: H 15, Features Intersected: LUMPKIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.531, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 35.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.54m (31.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $399,000, Roadway Improvement Cost: $40,000, Total Project Cost: $598,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1490026, Location: 1 MI S OF FRANKLIN (Lat: 33.255628, Lng: -85.116678), Route carried "on" structure: County highway 2808, Year Built: 1973, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 740 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 1,110 (year 2032), Design Load: HS 15, Features Intersected: HILLABAHATACHEE CREEK, Facility Carried by Structure: BEVIS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.656, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 36.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2020, Underwater Inspection Date: August 2021, Bridge Improvement Cost: $664,000, Roadway Improvement Cost: $66,000, Total Project Cost: $996,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1490026, Location: 1 MI S OF FRANKLIN (Lat: 33.255628, Lng: -85.116678), Route carried "on" structure: County highway 2808, Year Built: 1973, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 740 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 1,110 (year 2032), Design Load: HS 15, Features Intersected: HILLABAHATACHEE CREEK, Facility Carried by Structure: BEVIS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.656, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 36.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2020, Underwater Inspection Date: August 2021, Bridge Improvement Cost: $664,000, Roadway Improvement Cost: $66,000, Total Project Cost: $996,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1490027, Location: 1.2 MI N OF FRANKLIN (Lat: 33.311108, Lng: -85.104608), Route carried "on" structure: County highway 329, Year Built: 1990, Status: Open, Structure Length: 5.76m (18.90ft), Average Daily Traffic: 5,100 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 7,650 (year 2031), Design Load: HS 20, Features Intersected: CENTRALHATCHEE CREEK, Facility Carried by Structure: FRANKLIN PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $738,000, Roadway Improvement Cost: $74,000, Total Project Cost: $1,108,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1490027, Location: 1.2 MI N OF FRANKLIN (Lat: 33.311108, Lng: -85.104608), Route carried "on" structure: County highway 329, Year Built: 1990, Status: Open, Structure Length: 5.76m (18.90ft), Average Daily Traffic: 5,100 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 7,650 (year 2031), Design Load: HS 20, Features Intersected: CENTRALHATCHEE CREEK, Facility Carried by Structure: FRANKLIN PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $738,000, Roadway Improvement Cost: $74,000, Total Project Cost: $1,108,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1490029, Location: 1 MI W OF FRANKLIN (Lat: 33.280158, Lng: -85.119500), Route carried "on" structure: State highway 34, Year Built: 1990, Status: Open, Structure Length: 19.20m (62.99ft), Average Daily Traffic: 2,420 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,630 (year 2031), Design Load: HS 20+Mod, Features Intersected: HILLABAHATACHEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.703, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 15, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $2,462,000, Roadway Improvement Cost: $246,000, Total Project Cost: $3,692,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1490029, Location: 1 MI W OF FRANKLIN (Lat: 33.280158, Lng: -85.119500), Route carried "on" structure: State highway 34, Year Built: 1990, Status: Open, Structure Length: 19.20m (62.99ft), Average Daily Traffic: 2,420 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,630 (year 2031), Design Load: HS 20+Mod, Features Intersected: HILLABAHATACHEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.703, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 15, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $2,462,000, Roadway Improvement Cost: $246,000, Total Project Cost: $3,692,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 149003, Location: 4 MI E OF FRANKLIN (Lat: 33.311039, Lng: -85.053839), Route carried "on" structure: State highway 34, Year Built: 1990, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 3,180 (year 2011), Truck Traffic: 8%, Average Future Daily Traffic: 4,770 (year 2031), Design Load: HS 20+Mod, Features Intersected: HARRIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.750, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $156,000, Roadway Improvement Cost: $16,000, Total Project Cost: $234,000
Structure Number: 149003, Location: 4 MI E OF FRANKLIN (Lat: 33.311039, Lng: -85.053839), Route carried "on" structure: State highway 34, Year Built: 1990, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 3,180 (year 2011), Truck Traffic: 8%, Average Future Daily Traffic: 4,770 (year 2031), Design Load: HS 20+Mod, Features Intersected: HARRIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.750, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $156,000, Roadway Improvement Cost: $16,000, Total Project Cost: $234,000
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Structure Number: 1495031, Location: 2 MI W OF FRANKLIN (Lat: 33.277597, Lng: -85.144658), Route carried "on" structure: County highway 141, Year Built: 1979, Status: Posted for load, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Design Load: HS 15, Features Intersected: HILLABAHATACHEE CREEK, Facility Carried by Structure: RED LAND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.437, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 12, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 37.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2020, Underwater Inspection Date: August 2021, Bridge Improvement Cost: $938,000, Roadway Improvement Cost: $94,000, Total Project Cost: $1,407,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1495031, Location: 2 MI W OF FRANKLIN (Lat: 33.277597, Lng: -85.144658), Route carried "on" structure: County highway 141, Year Built: 1979, Status: Posted for load, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Design Load: HS 15, Features Intersected: HILLABAHATACHEE CREEK, Facility Carried by Structure: RED LAND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.437, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 12, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 37.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2020, Underwater Inspection Date: August 2021, Bridge Improvement Cost: $938,000, Roadway Improvement Cost: $94,000, Total Project Cost: $1,407,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1495051, Location: 0.9 MI NE OF FRANKLIN (Lat: 33.289908, Lng: -85.088539), Route carried "on" structure: US 27, Year Built: 2006, Status: Open, Structure Length: 43.01m (141.11ft), Average Daily Traffic: 3,950 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 5,925 (year 2031), Design Load: HS 20+Mod, Features Intersected: SR 34/CHATTAHOCHEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.875, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 12, Length of Maximum Span: 39.0m (128.0ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 60.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2020, Underwater Inspection Date: August 2021, Bridge Improvement Cost: $5,513,000, Roadway Improvement Cost: $551,000, Total Project Cost: $8,270,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1495051, Location: 0.9 MI NE OF FRANKLIN (Lat: 33.289908, Lng: -85.088539), Route carried "on" structure: US 27, Year Built: 2006, Status: Open, Structure Length: 43.01m (141.11ft), Average Daily Traffic: 3,950 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 5,925 (year 2031), Design Load: HS 20+Mod, Features Intersected: SR 34/CHATTAHOCHEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.875, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 12, Length of Maximum Span: 39.0m (128.0ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 60.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2020, Underwater Inspection Date: August 2021, Bridge Improvement Cost: $5,513,000, Roadway Improvement Cost: $551,000, Total Project Cost: $8,270,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1495052, Location: 0.9 MI NE OF FRANKLIN (Lat: 33.289900, Lng: -85.088769), Route carried "on" structure: US 27, Year Built: 2006, Status: Open, Structure Length: 43.01m (141.11ft), Average Daily Traffic: 3,950 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 5,925 (year 2031), Design Load: HS 20+Mod, Features Intersected: SR 34/CHATTAHOCHEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.875, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 12, Length of Maximum Span: 39.0m (128.0ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 60.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2020, Underwater Inspection Date: August 2021, Bridge Improvement Cost: $5,513,000, Roadway Improvement Cost: $551,000, Total Project Cost: $8,270,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1495052, Location: 0.9 MI NE OF FRANKLIN (Lat: 33.289900, Lng: -85.088769), Route carried "on" structure: US 27, Year Built: 2006, Status: Open, Structure Length: 43.01m (141.11ft), Average Daily Traffic: 3,950 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 5,925 (year 2031), Design Load: HS 20+Mod, Features Intersected: SR 34/CHATTAHOCHEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.875, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 12, Length of Maximum Span: 39.0m (128.0ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 60.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2020, Underwater Inspection Date: August 2021, Bridge Improvement Cost: $5,513,000, Roadway Improvement Cost: $551,000, Total Project Cost: $8,270,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1495051, Location: 0.9 MI NE OF FRANKLIN (Lat: 33.289908, Lng: -85.088539), Route carried "under" structure: State highway 34, Structure Length: 0. m, Average Daily Traffic: 3,100 (year 2011), Truck Traffic: 15%, Features Intersected: SR 1, Facility Carried by Structure: SR 1/ US 27 NBL
Minimum Vertical Clearance: 6.62m (21.72ft), Kilometerpoint: 20.921, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 1495051, Location: 0.9 MI NE OF FRANKLIN (Lat: 33.289908, Lng: -85.088539), Route carried "under" structure: State highway 34, Structure Length: 0. m, Average Daily Traffic: 3,100 (year 2011), Truck Traffic: 15%, Features Intersected: SR 1, Facility Carried by Structure: SR 1/ US 27 NBL
Minimum Vertical Clearance: 6.62m (21.72ft), Kilometerpoint: 20.921, Lanes on structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 1495052, Location: 0.9 MI NE OF FRANKLIN (Lat: 33.289900, Lng: -85.088769), Route carried "under" structure: State highway 34, Structure Length: 0. m, Average Daily Traffic: 3,100 (year 2011), Truck Traffic: 10%, Features Intersected: SR 1, Facility Carried by Structure: SR 1/ US 27 SBL
Minimum Vertical Clearance: 5.89m (19.32ft), Kilometerpoint: 20.921, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 1495052, Location: 0.9 MI NE OF FRANKLIN (Lat: 33.289900, Lng: -85.088769), Route carried "under" structure: State highway 34, Structure Length: 0. m, Average Daily Traffic: 3,100 (year 2011), Truck Traffic: 10%, Features Intersected: SR 1, Facility Carried by Structure: SR 1/ US 27 SBL
Minimum Vertical Clearance: 5.89m (19.32ft), Kilometerpoint: 20.921, Lanes on structure: 2, Length of Maximum Span: 0.0m